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SCE EASEMENT
METROPOLITAN WATER DISTRICT
R.O.W." LINE (TYP)
WORK LIMIT AT FENCE 6TYP. BOTH SIDESY'!
f DECLEZ CHANNEI.
HIGH CHAIW
LINK, FENCE
10
J
j LU
S
Q ENTRY GATE
......... ...
VOW,
LL
Uj Uj
j
wi-
r
ENTRY DRIVE,
wm
FUTURE INTERIOR SYREET
-NORTH
BEDDING -MATERIAL TYPE 29
(PVC).
GRADING
Passing
3/4",square Sieve
10 _0%_
Passing
3/8" square Sieve
70'.100
Passing
#4 Siteve
55.100
Passing
#10 Sieve
35.95
Passing
#20 Sieve-,
20.80
Passing
#40 Sievei
10.55
Passing
#100 Sieve
0.1-0,
assing
#200 Sieve.'
O�, 3
.Sand eouivalent
35 ' inimum
w
GRADING
LU
cn
CT
&
DRAINAGE
ERIKSSON
PETERS,
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w
cr)
714/C�61-7�27 LA
TC
TOP OF CURB
-4.
7CF 4F
CB
CATCH BASIN
LU
z
Uj
............
HP
j
Omm U00
amm 6mm =00 slow WMW om� sss 00m
000 000, mom
MMM Swo Wom
tOW POINT
3:
FS
FINISH SURFACE
ONO wom omm
mom omm OM
.j
FG
FINISH GRADE
CENTER LINE
RIGHT OF WAY LINE/PROPERTY
LINE
ANIENUFm
9
—(68)--
EXISTING CONTOUR
0!16t'llll)�� CA
68—
PROPOSED CONTOUR H.
VANDERWOOD JR.
POPLAR
oo
(158.00)
EXISTING ELEVATION
1726 1
68.00
PROPOSED ELEVATION'. -
IPA
M.W.D. PIPELINE
EXISTING M. W. D. MANHOLE
EXISTING WALL
-(T Y P)
EXISTING CONCRETE DRIVEWAY PER -i
SOUTHRID.GE VILLAGE STRE15T -IMPROVEMENT
PLANS.
NU I r.:
-ALL GRADINO.WITHIN THE'S.C.E. EASEMENT
SHALL. BE A'MIN. OF 2% CROSS SLOPE.1
WALL BY BUILDER
OFF* M.W.D.
LOCATED
R.O.W. LINE .-WAY
THE CONTRACTOR SHALL PERFORM NO WORK WITHIN,. P.. RIGHT OF *
THEME- CORNER PER SEPARATE�l -L BE
OR PROPERTY UNTIL HE OBTAINS THE NECESSARY,. PERMIT*:t IT WI L
COMPLY WPT'H ALL,!M,owou 00
'LANDSCAPE PLANS. THE CONTRACTOR'S RESPONSIBILITY TU
TRACT 135.20 - I REQUIREMENTS Wit-ILE WORKING' . WITHIN . THE, RIGHT-OF-WAyo
Uj METROPOLITAN'S PIPELINE IN THE AREA OF THI'S PROJECT- IS ADEQLtATE
z FOR AASHTO fl -20 LOADING PROVIDED THAT TR.E COVER OVER, THE PIPELlNE
LIJ Own OVER
IS BETWEEN FOUR, (4) FEET AND 12. FEET. IF TEMPORARY, COVER,
>
J ------
- OPERATIONS IS BETWEElt THREE (3)
0 7m Uj THE PIPELINE DURING MASS GRADING -RESTRICTED -'T0 THAT, -
FEET AND FOUR (4) FEET9 EQUIPMENT MUST BE,
WHICH IMPOSES NO GREATER THAN AASHTO H-10 LOADING' If THE, COVER
FEET., EQUIPMENT,
4 MUST BE
\,Q IS BETWEEN TWO (2) AND THREE (3)
NO GREATER HA THAT Of A-
ULI RESTRICTED TO THAT WHICH IMPOSES LOADS
CATERPILLAR P-4 TRACK TYPE TRACTOR. IF THE COVER IS: LESS THAN -
cc IF CONTRACTOR
>
MENT MAY BE USEQ,�'
0 TWO (2)., FEET, ONLY HAND -EQUIP
M.W.D. PIPLINE WHICH WILL
T OVER
PROPOSES TO USE ANY EQUIPMEN
TO SUBMIT
V IMPOSE GREATER THAN AASHTO
CC HALE (213) 250-
q16 THE SPECIFICATIONS OF SUCH EQU3MENT TO MR. JIM .-PRIOR
T_ ST TEN (10) WORKING DAYS
. ................. .. ...... ..... . ........ .. . . ....... 6564 FOR REVIEW AND APPROVAL AT LEA
R CONTACTING
< - -------- TO ITS USE. THE CONTRACTOR IS ALSO RESPONSIBLe FO
0 (2) WORKING DAYS' PRIOR TO. START
MR. ART KNOOP (213) 250-6432 TW
Lli 5
OF WORK WITHIN THE M.W.Do RIGHT-OF-WAY.
Uj
cn
LU
- ----------
j
3:
som own miss wom wom ONO omm mmo 010
a mom
'sm
mmmmlw� AVENUE
POPLAR
EXISTING WALK BEHIND CURB (TYPYN NOTE:
CONTRACTOR SHALL MEET EXISTING,
GRADES AT WORK LIMIT LINE SHOWN
14
JULY b.
ORAWN T.
kjO8 NO.
CONSULTANTS
DEVELOPER
TEN -NINETY,, LTD.
14785 VILLAGE DRIVE
-FONTANA, CALIFORNIA 92335
SHEET
GRADING
LEGEND
NNW"
&
DRAINAGE
ERIKSSON
PETERS,
Tjlrw�ji
LANDSCAPE ARCHITECTURE' 31815 CAMINO CAPISTRANOo S�tN JUAN CAPISTRANO. CA 926751
714/C�61-7�27 LA
TC
TOP OF CURB
-4.
7CF 4F
CB
CATCH BASIN
INV
INVERT ELEVATION
HP
HIGH POINT
LP
tOW POINT
FS
FINISH SURFACE
FG
FINISH GRADE
CENTER LINE
RIGHT OF WAY LINE/PROPERTY
LINE
FLOW LINE
—(68)--
EXISTING CONTOUR
0!16t'llll)�� CA
68—
PROPOSED CONTOUR H.
VANDERWOOD JR.
oo
(158.00)
EXISTING ELEVATION
1726 1
68.00
PROPOSED ELEVATION'. -
IPA
OF Ax\��
EXISTING WALL
14
JULY b.
ORAWN T.
kjO8 NO.
CONSULTANTS
DEVELOPER
TEN -NINETY,, LTD.
14785 VILLAGE DRIVE
-FONTANA, CALIFORNIA 92335
SHEET
NNW"
1214 EAST T P4tSADENA, tALIFORNIA 9110 6
GREEN STREE a
213/681-3404. owl
ERIKSSON
PETERS,
Tjlrw�ji
LANDSCAPE ARCHITECTURE' 31815 CAMINO CAPISTRANOo S�tN JUAN CAPISTRANO. CA 926751
714/C�61-7�27 LA
-4.
7CF 4F